MOMENT AND SHEAR TABLES FOR HEAVY DUTY CARS ON BRIDGES

File name is OEB4010102. This program is a modified version AAR Program No. 1, 1969 revision. Modifications are: 1. Cooper E10 Load Table has been placed on a 3330 disk unit thereby eliminating the need for punched card input data for every program run. 2. An infinite number of runs can be handled. Program determines E rating, shears and moments on different spans (8'-400') for heavy loads. A maximum of 250 axle may be entered. Punched card input contains load description, type of loading, number of axles, axle loads and distances to next axle. Output consists of span length, bending moment, bending E-rating, shear, shear E-rating, floor beam reaction and floor beam E-rating. Span length varies from 8 ft. through 400 ft. (31 spans).

• Corporate Authors:

  Missouri Pacific Railroad Company

  Missouri Pacific Building, 210 North 13th Street
  St Louis, MO  United States  63103
• Authors:
  • Wilson, E N
  • Hope, R W
• Publication Date: 1973-11

Subject/Index Terms

• TRT Terms: Axle load force; Bending moments; Bridge decks; Bridge design; Bridges; Computer programs; Load transfer; Structural design
• Identifier Terms: FORTRAN (Computer program language)
• Old TRIS Terms: Axle loadings; Cooper ratings; Ibm 370
• Subject Areas: Bridges and other structures; Railroads;

Filing Info

• Accession Number: 00098734
• Record Type: Publication
• Source Agency: American Railway Engineering Association
• Files: TRIS
• Created Date: Aug 27 1975 12:00AM